3 Member Truss with Applied Moment

[Heisenberg]

I have a 3 Member Truss I am trying to analyze which has an applied moment at one of the joints. Please see attached.
Does anyone have some useful links/advice on how to deal with the moment?

Matt Applied_Moment.JPG

[Kelly_Bramble]

See:

Method of Sections
http://www.engineeringmotion.com/vid...ructural-analy

http://www.engineeringmotion.com/vid...truss-analysis

http://www.engineeringmotion.com/vid...ts-part-1-of-2

http://www.engineeringmotion.com/vid...lan-trusses-ii

http://www.engineeringmotion.com/vid...s-calculations